| $138,000 |
| $5,561,000 |
| $85,000 |
| $50,500 |
| $409,500 |
| $47,000 |
| $1,560,000 |
| $84,000 |
| $14,299 |
| $87,000 |
| $6,550,000 |
| $3,946,500 |
| $69,200 |
| $2,699,900 |
| $100,000 |
| $1,999,900 |
| $0 |
| $45,000 |
| $5,000 |
| $75,850 |
| $42,500 |
| $63,150 |
| $55,100 |
| $350,250 |
| $13,213 |
| $343,500 |
| $762,350 |
| $199,873 |
| $91,000 |
| $90,700 |
| $8,741 |
| $275,900 |
| $54,150 |
| $60,150 |
| $107,200 |
| $140,000 |
| $981,200 |
| $1,900,000 |
| $0 |
| $78,950 |
| $58,000 |
| $294,970 |
| $802,450 |
| $300,000 |
| $6,921,250 |
| $550,000 |
| $54,600 |
| $33,700 |
| $57,900 |
| $4,549,600 |
| $2,663,050 |
| $463,450 |
| $307,950 |
| $31,000 |
| $56,600 |
| $64,200 |
| $641,000 |
| $88,500 |
| $100,650 |
| $73,900 |
| $1,300,000 |
| $950,000 |
| $176,650 |
| $75,750 |
| $92,000 |
| $1,885,050 |
| $173,800 |
| $1 |
| $3,900 |
| $1,650,000 |
| $1 |
| $0 |
| $51,500 |
| $84,000 |
| $1 |
| $884,000 |
| $0 |
| $1 |
| $0 |
| $0 |
| $910 |
| $5,200 |
| $31,600 |
| $1,050,000 |
| $0 |
| $85,000 |
| $145,000 |
| $39,200 |
| $1,975,000 |
| $499,000 |
| $94,900 |
| $1,575,000 |
| $1,101,600 |
| $1,150,000 |
| $165,000 |
| $451,000 |
| $491,200 |
| $378,150 |
| $96,642,307 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 51.58 | 533,055 | 27,494,990 |
Arena lavada de río 1 m3 | 30.32904 | 95,019 | 2,881,835 |
Cemento 1 Kg | 18955.65 | 798 | 15,126,609 |
Triturado de 3/4" x 1 m3 | 45.49356 | 150,500 | 6,846,781 |
Agua para la obra 1 litro | 10290.21 | 36 | 374,564 |
Mezcladora 1 bulto, alquiler x hora | 24.7584 | 7,150 | 177,023 |
Cuadrilla 7 (8 obreros) x jornal | 3.6106 | 578,347 | 2,088,180 |
Acero G-60 x 1 Kg | 2170 | 5,200 | 11,284,000 |
Cuadrilla de albañileria x 1 Hora | 800 | 24,504 | 19,603,511 |
Oficial de construcción x hora | 800 | 15,397 | 12,317,250 |
Ayudante de construcción x 1 hora | 800 | 9,108 | 7,286,261 |
Valor Adicional: | 58,382,502 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 5 | 533,055 | 2,665,276 |
Arena lavada de río 1 m3 | 2.94 | 95,019 | 279,356 |
Cemento 1 Kg | 1837.5 | 798 | 1,466,325 |
Triturado de 3/4" x 1 m3 | 4.41 | 150,500 | 663,705 |
Agua para la obra 1 litro | 997.5 | 36 | 36,309 |
Mezcladora 1 bulto, alquiler x hora | 2.4 | 7,150 | 17,160 |
Cuadrilla 7 (8 obreros) x jornal | 0.35 | 578,347 | 202,421 |
Acero G-60 x 1 Kg | 1300 | 5,200 | 6,760,000 |
Valor Adicional: | 9,425,276 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Replanteo Arquitectónico X 1 m2 | 200 | 10,038 | 2,007,529 |
Cuerda de Nylon 100 m x 0,50 mm | 10 | 50,900 | 509,000 |
Estaca de Madera Ø=0.05 L=0.60 m | 100 | 6,100 | 610,000 |
| 2 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 3.28 | 24,504 | 80,374 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 32.98 | 24,504 | 808,155 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Estudio de suelos y geotecnia desde | 1 | 4,147,000 | 4,147,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 3 | 650,000 | 1,950,000 |
Ensayo SPT | 1 | 247,000 | 247,000 |
Informe Geotécnico y recomendaciones de construcción | 1 | 1,950,000 | 1,950,000 |
Valor Adicional: | 6,154,529 |
| $146,875 |
| $624,945,100 |
| $140,000 |
Los productos marcados con *** no estan disponibles en cantidad que quiere.
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